LEACHATE_8SHEET
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Bolton & Menk, Inc. 2019, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\C3D\115896G003.dwg 3/1/2019 4:00:10 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
REVISION DATENO.
R
7533 SUNWOOD DR NW, SUITE 206
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
OF
Kevin F. Bittner21814 03/01/2019
ELK RIVER LANDFILL INC.
WASTE WATER FORCEMAIN
KFB
KGA
KFB
R16.115896 46DETAILS
7
INTERNATIONAL
HANDICAP SYMBOLHANDICAP PARKING STRIPING
90° STALL
NOT TO SCALENOT TO SCALE
16'
VAN HANDICAP
16'
HANDICAP
8'
MIN
8'
MIN
8'
MIN
8'
MIN
20' TYP4" TYP1'-0"2'-0"1'-0"4"1'-0"6"C/L OF PARKING SPACE
1'-6"
36" MIN
ACCESSIBLE
ROUTE
6"
23°
REFLECTIVE PAINT
R6
"
5°0'0"
R
2
'
3"
DISABLED PARKING SIGN
NOT TO SCALE
PARKING
VEHICLE IDREQUIRED
UP TO $200 FINEFOR VIOLATION 1'-6"4'-0"5'-0"6"GRADE
AIR-DRIVE POST
AS SHOWN
3" GALVANIZED
STEEL POST
TYP EACH HANDICAP
PARKING STALL
R7-8b
FOR VAN ACCESSIBLE
SPACES ONLY
R7-8m
VANACCESSIBLE
1
3
3'2.5'TOP OF LANDFILL CAP
STA. 233+50 TO 248+50
NOT TO SCALE
FORCEMAIN COVER BERM
GRANULAR ENCASEMENT
DUAL CONTAINMENT FORCEMAIN
COMMON BORROW SUPPLIED BY LANDFILL
NON-RIGID SANITARY SEWER TRENCH
NOT TO SCALE
OD + 24"
TRACER WIRE AS SPECIFIED,
TAPE TO PIPE AT 5'
INTERVAL, PLACE WIRE
BELOW SPRING LINE
GRANULAR BEDDING
AND ENCASEMENT
MATERIAL AS
SPECIFIED
COMPACTED BACKFILL
AS SPECIFIED
OD
PIPE MATERIAL
AS SPECIFIED
12"(MIN)
6"
SLOPE 1" PER FT
PLACE BITUMINOUS MASTIC
COMPOUND BETWEEN SECTIONS
FILL ANNULAR SPACE AROUND
PIPE WITH NON-SHRINK
GROUT INSIDE & OUT
WRAP WITH GCL
REFER TO PLANS
FOR PIPE REQUIREDVARIES - 4'0" MAX5"
48"
5'-2"
27"
2
1
8" MIN POURED OR
PRECAST CONCRETE BASE
1
2
MIN 3
MAX 6
CONCRETE ADJUSTING
RINGS WITH NON-SHRINK
GROUT AND PLASTERED
1/2" THICK INSIDE AND OUT
NEENAH R-1710 CASTING
WITH R-2533 GRATE
CATCH BASIN 22 - DESIGN G
NOT TO SCALE
BOLLARD GUARD POST
NOT TO SCALE
16"6"3'-0"4'-0"CONCRETE
ONE WRAP
OF 30# ROOFING
FELT
8" DIA CONCRETE-FILLED
STANDARD STEEL BOLLARD
EXISTING
GRADE 4"RNEW SIGN POST INSTALLATION, PARKING LOT
NOT TO SCALE
NOTE:
PAINT CONCRETE BOLLARD
AND NEW/EXIST CHANNEL
POST YELLOW (ABOVE GROUND)3'-0"3'-0"2'-0"HEIGTH VARIESINSTALL CHANNEL POST
WITH SIGN, FIELD CUT
TO APPROPRIATE LENGTH
(PAINT POST YELLOW)
FASTEN WITH BOLTS
(2 EACH)
INSTALL NEW CHANNEL
POST, FIELD CUT TO
APPROPRIATE LENGTH
10" DIA
POURED CONCRETE
BOLLARD (4,000 PSI)
EXISTING GRADE
BACKFILL WITH CLASS 5
AGGREGATE BASE,
COMPACT
R8-3
24"X24"
NEW FORCEMAIN CONNECTION DETAIL
NOT TO SCALEFLOWPLAN VIEW
EXISTING SANITARY MANHOLE 1
EXISTING 8" SAN
6" HDPE FORCEMAIN
(EXTENDED INTO STRUCTURE)
B
B
NOTE:
SECTION B CUT IS
PERPENDICULAR TO
EXISTING SAN
EX 8"
P
V
C 6"
HDPE
FMN
8'
24"EXISTING GEONET
4" POLYSTYRENE INSULATION
WEST BENCH DETAIL
NOT TO SCALE
DUAL CONTAINMENT FORCEMAIN
EXISTING TEXTURED
40 MIL GEOMEMBRANE
EXISTING GEONET
EXISTING BENCH
PROPOSED 18" CMP
EROSION CONTROL BLANKET,
SEED & FERTILIZER
OVER DISTURBED AREA
TOP OF BERM - 6" TOPSOIL
1
3
1
3
EXISTING 4" CORRUGATED DRAINAGE TUBING
4" PROPOSED POLYSTYRENE INSULATION2.5'LANDFILL CAP ROAD CROSSING DETAIL
NOT TO SCALE
AGGREGATE SURFACING CL. 2
8'
4" POLYSTYRENE INSULATION
50'50'
1" STEEL ROAD PLATE
EROSION CONTROL BLANKET,
SEED & FERTILIZER
OVER DISTURBED AREA
TOP OF LANDFILL CAP
6" TOPSOIL
3
3
3
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020